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Geotechnical Engineering Design of a Tunnel Support System - A Case Study of Bheri Babai Headrace Tunnel

机译:隧道支护系统的岩土工程设计-以Bheri Babai Headrace隧道为例

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The analysis of rock mass strength, geological problem related to tunnel construction and designing appropriate support system for Bheri Babai Headrace Tunnel (BBDMP) is presented in the paper. Tunnel squeezing and rock burst is checked before design of support system. Rock mass classification system (Q and RMR) are used as empirical method to obtain recommended support system. For analytical solution Convergent confinement method is used to determine required support pressure to resist displacement. Finite element modelling using Phase 2 version 7.013 is used to check the ground condition and stress concentration around the tunnel providing support systemfor resisting the deformation. The displacement and radius of plastic zone is reduced after installation of support shown by obtained results. The first two method i.e. empirical and analytical provide first estimate to design while numerical method can be used to verify the performance of support system. Hence design method providing maximum factor of safety should is recommended.
机译:本文分析了与隧道施工有关的岩体强度,地质问题,并为Bheri Babai Headrace隧道(BBDMP)设计了合适的支护系统。在设计支护系统之前,应检查隧道的挤压和碎石。岩体分类系统(Q和RMR)被用作经验方法以获得推荐的支撑系统。对于分析解决方案,使用收敛约束方法确定所需的支撑压力以抵抗位移。使用阶段2版本7.013进行有限元建模,以检查地面条件和隧道周围的应力集中,从而为抵抗变形提供支撑系统。结果显示,安装支架后,塑料区的位移和半径减小。前两种方法,即经验方法和分析方法,为设计提供了第一个估计,而数值方法可用于验证支撑系统的性能。因此,应该建议提供最大安全系数的设计方法。

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